Abstract
The rock slope stability has gained much importance in the recent years owing to the development of infrastructure in/on rock slopes areas in the form of high-rise building, roads, railways, dams, and other rock engineering projects. Rock slope stability is generally affected by the property of rock material along with the discontinuities in the rock mass. It is also dependent on slope angle, slope height, surcharge, groundwater conditions, rainfall, and dynamic forces like earthquake. If these factors, coupled with deep weathering of the rock mass, complicate the entire behavior of the rock slope and makes the analysis of rock slopes challenging task. For the present work, fieldwork was carried out for joint mapping on differentially weathered volcanic rock of selected slope sections at Mumbai in Deccan trap regions. Block and core samples were collected from each category of the rocks and their respective geotechnical properties measured experimentally and presented her in. The rock slope stability analysis was done using numerical modeling techniques, finite element method (FEM)-based two-dimensional analyses (RS2), or Phase2 9.0 software from Rocscience. The rock slope having four different quality of rock mass was analyzed under static and pseudo-static conditions. Finally, the optimum support measures were provided to the slope for stabilizing it and the corresponding analysis was also done.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Bhasin, R., & Kaynia, A. M. (2004). Static and dynamic simulation of a 700-m high rock slope in western Norway. Engineering Geology, 71, 213–226.
Chala, E. T., Seshagiri Rao, K., & Malik, A. (2016). Estimating engineering properties of weathered rocks from Deccan trap. In Indorock 2016 Proceedings, 6th Rock conference, IIT Bombay, June 17–18.
Hoek, E., Carranza-Torres, C., & Corkum, B. (2002). Hoek-Brown failure criterion-2002 edition. In Proceedings of NARMS-Tac (Vol. 1, pp. 267–273).
Hudson, J. A., & Feng, X. T. (2007). Updated flowcharts for rock mechanics modelling and rock engineering design. International Journal of Rock Mechanics and Mining Sciences, 44, 174–195.
Kainthola, A., Singh, P. K., & Singh, T. N. (2014). Stability investigation of road cut slope in basaltic rock mass, Mahabaleshwar, India. Geoscience Frontiers, 6(6), 837–845.
Marinos, P., & Hoek, E. (2000, November). GSI: A geologically friendly tool for rock mass strength estimation. In ISRM International Symposium.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Shaz, A., Chala, E.T., Seshagiri Rao, K. (2019). Rock Mass Slope Stability Analysis Under Static and Dynamic Conditions in Mumbai, India. In: Adimoolam, B., Banerjee, S. (eds) Soil Dynamics and Earthquake Geotechnical Engineering. Lecture Notes in Civil Engineering , vol 15. Springer, Singapore. https://doi.org/10.1007/978-981-13-0562-7_21
Download citation
DOI: https://doi.org/10.1007/978-981-13-0562-7_21
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-13-0561-0
Online ISBN: 978-981-13-0562-7
eBook Packages: EngineeringEngineering (R0)